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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹9.7 LAccepted-AOC | L1 | Accepted-AOC L1 HENCE ACCEPTED | |
| 2 | L2₹10.1 L+₹42,871.80 (4.44%)Rejected-AOC PWD S CONTRACTOR KUNHALINKIL HOUSE MARKET ROAD NILESHWAR | L2 | Rejected-AOC L2 HENCE REJECTED | |
| 3 | L3₹11.4 L+₹1.7 L (18.1%)Rejected-Finance | L3 | Rejected-Finance L3 HENCE REJECTED |
| Sl No | Description | Qty | Unit | SHAMEER A L2 | Mohammed Ali M L1 | MUHAMMED UNAISE L3 |
|---|---|---|---|---|---|---|
| 1.00ROAD CONCRETING | ||||||
| 1.00 | 3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4. | 915 | sqm | 8.5 ₹7,777.5 Lowest | 16 ₹14,640 | 12.63 ₹11,556.45 |
| 1.00 | OD183179/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel(department) | 54.9 | cum | 150 ₹8,235 | 138 ₹7,576.2 Lowest | 165.06 ₹9,061.79 |
| 1.00 | 4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel | 36.6 | cum | 1,700 ₹62,220 | 1,620 ₹59,292 Lowest | 1,979.03 ₹72,432.5 |
| 1.00 | 75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification
(i) Nominal mix (1:2:4) | 137.25 | cum | 6,750 ₹9,26,437.5 | 6,400 ₹8,78,400 Lowest | 7,576.73 ₹10,39,906.19 |
| 1.00 | 3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1. | 15.75 | cum | 300 ₹4,725 Lowest | 420 ₹6,615 | 517.07 ₹8,143.85 |
Tender Value
₹13.6 L
EMD Value
₹33,876
Closing Date
23 Aug 2025, 6:00 pmClosed
ASSISTANT ENGINEER
O/o ASSISTANT ENGINEER,LID AND EW,PALLIKARE GP, P.O.BEKAL, PIN 671316
Annual Plan-PALLIKKARE GP-2025-26, PR.NO.389/26-HADDAD OLD RATION SHOP KOTTAKKUNNU RAILWAY GATE LINK ROAD IMPROVEMENTS-IN PALLIKKARE GP-General Civil Work
2025_LSGD_785620_23
01/AE/LSGD/PK/2025-26
Open Tender
Civil Works - Roads
Item Rate
180 days
PALLIKARE GP
Please refer Tender documents.
7 documents required · 7 mandatory
₹2,760
Yes
₹33,876
Yes
8 Nov 2025
14 Aug 2025
25 Aug 2025
14 Aug 2025
23 Aug 2025
14 Aug 2025
Amount
ROAD CONCRETING
3.2:Preparation of Foundation for Embankment Scarifying Existing Bituminous Surface to a Depth of 150 mm by Mechanical Means Scarifying the existing bituminous road surface to a depth of 150 mm and disposal of scarified material with a lift upto 3 m and lead upto 1000 m as per Technical Specification Clause 301.4.
OD183179/2025-2026:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. <br> (i) Using naturally occuring gravel(department)
4.11.1:Granular sub-base/base/surface course with local materials (Table 400.13) by mix in place method normal. Construction of granular sub-base by providing local material spreading in uniform layers with motor grader on prepared surface, mixing by mix in place method with rotavator at once and compacting with smooth wheel roller to achieve the desired density complete as per Clause 401.4 as per Technical Specification Clause 408. (i) Using naturally occuring gravel
75.8.1:Providing Plain cement concrete for road work CC 1:2:4 (1 cement: 2 fine aggregate: 4course aggregate) laid to required slope and camber in panels (@ 3 m c/c) as requiredincluding compaction, finishing and tamping etc .complete. Max. size of courseaggregate not exceeding 25mm , mixed in concrete mixer etc complete as perspecification (i) Nominal mix (1:2:4)
3.14:Construction of Subgrade and Earthen Shoulders<br> Construction of subgrade and earthen shoulders with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacted to meet requirement of Table 300.2 with lead upto 1000 m as per Technical Specification Clause 303.1.
SHAMEER A (BID ID -2303622)
MUHAMMED UNAISE (BID ID -2293659)
Bidder Name
SHAMEER A
Mohammed Ali M
MUHAMMED UNAISE
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